20030442 Ver 1_COMPLETE FILE_20030410

OF W ATFR Michael F. Easley, Governor
`y Q William G. Ross Jr., Secretary
`0 G North Carolina Department of Environment and Natural Resources
C f Alan W. Klimek, P.E., Director
--i Division of Water Quality
fO `C Coleen H. Sullins, Deputy Director
Division of Water Quality
June 18', 2003
DWQ# 03-0442
Guilford County
Mr. Tripp Bunker
Avalon Subdivision, LLC
603-F Eastchester Drive
High Point, NC, 27262
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bunker:
You have our approval, in accordance with the attached conditions, to place temporary fill in 20 linear feet of perennial
streams in order to construct the Avalon Subdivision in Guilford County, as described in your application received complete
by the Division of Water Quality on May 6, 2003. After reviewing your application, we have determined that this fill is
covered by General Water Quality Certification Number 3402, which can be viewed on our web site at
htto://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39 when it is issued
by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge, Randleman Rules and
Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in place within 30 days of
the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be
downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetiands ;
2. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401
Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Ian W. Klimek, P. E.
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
""
Triage Check List
ate: - 63 Project Name:
DWQ#: O - 0 4 q
County:
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson C?JWSRO Cyndi Karoly (Central Office)
? RRO Steve Mitchell
From: A-f • Telephone : (919) -7
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
ff-Stream. length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
0-Minimiaation/avoidance issues
ff-Buffer Rules (Meuse, Tar-Pamlico, Catawb Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
C? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments
lemur
,,,L G,-,
COMPLETE THIS SECTION ON DELIVERY
'-R: COMPLETE THIS SECTION
111- - 14
¦ Complete items 1, 2, and 3. Also complete A. i natu
item 4 if Restricted Delivery is desired. X gent
¦ Print your name and address on the reverse ? Addressee
so that we can return the card to you. ValvbPppted Nam) Wte livery
¦ Attach this card to the back of the mailpi t i-A o ' p j
or on the front if space permits.
D. Is address different from Rem 11 ? Yes
1. Article Addressed to: ? ter delivery address below: 13 No
Avalon Subdivision
603-F Eastchester Drive
High Point, NC 27262
03-0442 - Guilford
'K? CC' cov,5

3. Service Type
? Certified Mail ? Express Mail
? Registered ? Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7002 3150 0004 9315 3094
(Transfer from service label) -
PS Form 3811, August 2001 Domestic Return Receipt 1025955-02-M-1540
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality ?. f
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
0% It IIiI{IIIIIIIIIIIIIIIIIlIIIIIIiiIIIIIIIIIIIIIIIIIiIIIIIIIIIII
OF WATF,Q Michael F. Easley, Governor
O C• William G. Ross Jr., Secretary
? r North Carolina Department of Environment and Natural Resources
> '-1 Alan Klimek, P.E., Director Division of Water Quality
0
April 23, 2003
r
`DWQ # 03-0442
Guilford County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Avalon Subdivision, LLC
603-F Eastchester Drive
High Point, NC 27262
Dear Sirs:
On April 10, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill waters for the purpose of constructing a residential subdivision in Guilford County.
Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and
refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100
feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Please provide a larger, more legible map of the proposed project.
2. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan. Please indicate proposed future impacts to stream B.
3. Please show all wetland impacts including fill slopes on the site plan. Please show proposed future
impacts to wetland #I (see sheets 1 and 3 of the permit application).
4. Please provide detail for the stormwater management practices as required by?iffC 3?402..J
5. Please specify the percent of project imperviousness area based on the estimatedbuilt-out
conditions.
6. Please provide 7 copies of the application, 7 copies of the site plans and other supporting
information.
Please telephone Ed Schwartzman at 919-733-1787 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC
2H .0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn. - -
Sincerely,
John R. Dorney
401 Water Quality Certification Program
JRD/bs
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Ravindra Bissram, Jamestown Engineering, Post Office Box 365, Jamestown, NC 27282
NGD9[IR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
JAMESTOWN ENGINEERING GROUP, INC.
CIVIL • SANITARY - SURVEYING
C 117 East Main Street • P.O. Box 365 • Jamestown, N.C. 2730
inc. Telephone [phone] Fax [phone] ETLANDS 1401 GRO
Email: [e-mail] U t.711(jU?
Charles J. Jones. PE & PLS
Daniel W. Pritchett, PE & PLS APR 1 0 2003
April 7, 2003 01ATE R Q UA L I TY SECTION
7 Re: Pre-Construction Notification
r i•
Application
30442 Avalon Subdivision
Ingleside Drive
High Point, North Carolina
Guilford County
Mr. Todd Tugwell
U.S. Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, N.C. 27615
Dear Mr. Tugwell:
With regards to the referenced site, we have enclosed one original
and one copy of the Pre-Construction Notification Application for
Nationwide Permit (NWP) No. 39 for your review. The site is to be
developed for Single Family Residential. Attached to the
application are required copies of U.S.G.S. Quad Location- Map
"High Point West", Soils Map, Site Plan, Impact Area Map, Vicinity
Map, and a copy of the Wetland Delineation Survey (areas
determined by ECS, Ltd., and verified by your office). As
indicated on the enclosed maps impacted areas requested for NWP
No. 39 will be approximately 20 L.F. of jurisdictional stream.
These impacts are associated with utility line installation for
the single family residences.
We have minimized wetland/water impacts to the maximum extent
practical. No additional wetland/stream impacts are anticipated
in the future on this site.
If there are any questions or additional information required,
please call.
Yours very truly,
JAMESTOWN ENGINEERING GROUP, INC.
?L•>sL- .t,t--
Ravindra Bissram, P.E.
RB/cp
Enclosures
CC: NC DENR, Division of Water Quality
LandCraft Properties, Inc.
James B. Stevens, PLS • Rich Glover, EIT • James D. Terrell, PLS

?VETI APJQS/401 CRCUp
APR 1 0 2003
"VA f E QUALiTYSECTI
aN
0
OF
W A rF9
QG
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits, as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http.://www.saw.usace.artny.mil/wetlands/Perm-app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wettands/re.iztour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to . visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application).
Page i of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in'a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must. be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetiands/nwpfina!FedRe.g.pd f. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of. Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant ' should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany . Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland _ Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax; [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash . Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville ' Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladeb Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center. 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 276994617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
t and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell . Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4.
Page 4 of 12
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Avalon Subdivision LLC
Mailing Address: 603-F Eastchester Drive
High Point, NC 27262
Telephone Number:_ [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Tripp Bunker
Company Affiliation: Area Manager - Landcraft Properties, Incorporated
Mailing Address: 603-F Eastchester Drive
High Point, NC 27262
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 5 of 12
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans, in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to. be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Avalon Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Tax Parcel 293-1-1
4. Location
County: Guilford Nearest Town: High Point
Subdivision name (include phase/lot number): Avalon Subdivision Phases 1 & 2
Directions to site (include road numbers, landmarks, etc.): From I-40, Take 68 South,
(Eastchester Dr.), Make Right onto N. Main St. in High Point, o 1.0 miles, make left onto
Westover Dr., Go 0.4 miles left on Ingleside Dr., Ingleside Dr. dead ends at site.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 59' 24" W 80° 02' 30" (Mote - If
project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each
crossing of a distinct watcrbody.)
6. Describe the existing land use of condition of the site at the time of this application: Vacant
and wooded
7. Property size (acres): 62.3 Acres
8. Nearest body of water (stream/river/sound/oceaMake): Rich Fork
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed worki One sewer pipe crossing across Jurisdictional
Stream affecting approximately20 L.F.
11. List the type of equipment to be used to construct the project: Bulldozer, Track hoe
12. Describe the land use in the vicinity of this project: Residental
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None Requested
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None Anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility, to determine, delineate and map all impacts to
wetlands, open water, and stream' channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts: Sewer pipe crossing within
jurisdictional stream for approximately 20 L.F.
2. Individually list wetland impacts below:. N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htlp:/A"vw.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
S-1 Temp. Rip-Rap
crossing 20 U.T. to Rich Fork 20 Perennial

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
R. Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Nalvu.usQs.gov, Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com.
www.nrapquest.com, etc.).
Cumulative impacts (linear distance in feet).to all streams on site: 20 L.F.
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
impact
(acres) Name
(if of applicable) ) Wate Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List Men impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation (N/A)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was ' developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
There will be minimal impact to iurisdictional stream due to the short reaches affected and
the extent of construction activities. A rip-rap creek crossing will be installed to minimize
the impacts from utility line installation to the upper reaches of the tributary leading to the
creek.
VIII. Mitigation
DWQ - In accordance, with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and, river basin, type and amount (acreagellinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., .deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hup:Hh2o.enr.state.nc.us/wry/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): NIA
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or. North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document `is required, call the SEPA
coordinator at (91.9) 733-5083 to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify. )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
`` I Multiplier I Required
Zone* I f- Impact
I I 1 1 3
2 1.5
I Total I I
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XL Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
City Sewer System
XIIL Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 0
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
_ )
' ' Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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VICINITY MAP
S CT.
AVALON SUBDIVISION
FOR
LANDCRAFT PROPERTIES, INC.
HIGH POINT TOWNSHIP
GUILFORD COUNTY - NORTH CAROLINA
APRIL, 2003
JOB NUMBER 2001-124
BUCKLEIGH LN
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SCALE: 1 300'
JAMESTOWN ENGINEERING GROUP,
CONSULTING ENGINEERS
JC)p 117 E. MAIN STREET
3
pEE P.O. BOX
JAMESTOWN, N.C.
27282
Tnlnnhnnn lz2R1 oacrcni
inc-
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PRELIMINARY PLAN
PROPERTY OF
AVALON SUBDIVISION
DEVELOPED BY
LANDCRAFT PROPERTIES, INC.
HIGH POINT TOWNSHIP - GUILFORD COUNTY
- COMMON AREA = 18.8t Ac DE%QQPM
7P - AREA IN NEWLY DEDICATED RIGHT-OF-WAY LMOCRAFT PROPERTIES, INC. NORTH CAROLINA
AREA IN R.O.W. = 6.13 Act 603-F EASTCFESTER DRIVE Annti I) nnz
SITE DATA /
- TOTAL AREA = 6 .3 Ac.
- No. OF TRACTS = 2
- AREA TRACT-C = 8.0 Ac.
- AREA TRACT-Ad8 - 51.7 Ac.
- AREA IN HARTT.EY DRIVE R.O.W. = 2.6 Ac.
- No. OF LOTS = 150
- ROAD LENGTH = 5485 L.F.
- EXISTING ZONING: CU-PDR(02-21)
- DEED BOOK REFERENCE D6 802 PG 610
- TAX PARCEL- 293-1-1

din 01crd Bea" and Ohta Arc Lw p1A Tanpant Odtd
5.00'
5.00' S7 E 335.09'
S T3'-45-35 E 284.80' 3'5.50'
28507 168.17
14274' 9'-53'-00'
7'-56'-48' - - -?
5.00'
' S 74'-W-W E 368.76'
' 369.26'
r 18514'
10'
35 10'-17-45
7'
56'
48" _
5.00 S 73
4.T-35 E 269.55 259.7 1
. -
-

JAMESTOWN ENGINEERING GROUP, INC.
200' 100' 0 200' 400' CONSULTING ENGINEERS

117 E. MAIN STREET
P.O. BOX 365
SCALE: 1 200' L JAMESTOWN, N.C. 27282
?? inc- Telephone [phone]
SITE DATA
-TOTAL AREA -62.3Ar ENVIRONMENTAL IMPACT MAP
- No. TRATRACTS - &0 Ac. PROPERTY OF
- AREA 7RACT-AW - 5" Ac AVALON SUBDIVISION
- AREA IN HARTLEY DRIVE R.O.W. = 26 Ac ? n L? BY
- Na OF LOTS - 150 DL r i,A/PED a 1
- EXISTING ZONING: CU-PDR(02-21)
- DDEEEEDPBOOR?ICE: DB 802 PG 610 LANDCRA" PROPERTIES, INC.
-DISTURBED AREA 33. Ac. HIGH POINT TOWNSHIP - GUILFORD COUNTY
- JIIRISDIC710NAL STREAM IMPACTS ALLOWc?: 150 LF.
- JURISDICTIONAL STREAM IMPACTS PROPOSED: 20 LF. DEVELOPER.
NORTH CAROLINA
- WATERSHED: N/A LANDCRAFT PROPERTIM INC.
003-F EASTCHESTER DRIVE
HIGH POINT. HC 27262 APRIL, 2003
[phone] JOB NUMBER 2001-124
870
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90 MANHOLE V? Z
EXISTING SEWER
LINE -
30' 20' 10' 0 30' 60'
SCALE: 1 30'
inc.
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 E. MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C. 27282
Telephone [phone]
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"This certifies that this plat accurately depicts the boundary of d . 1 * \ 11 L the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is o
change in the law or our published regulations, this determination
of Section 404 jurisdiction may be relied upon for a period not to
JAMES B Weiland Delineation Survey for:
exceed five years from this date- This determination was made LANDCRAFT PROPERTIES, INC.
survey, . boundSTEPHENS ary information information certify that shown this hereon is not a taken from o boundary utilizing the 1987 Corps of Engineers Wetlands Delineation Manual."
map prepared by me entitled SURVEY FOR LANDCRAFT 200 1 QQ 0 200' OF
PROPERTIES, INC. dated March 25, 2002: that flogging (Name) _ __ 400'
delineating wetlands as marked by E C. S. LTD. was field EL VA WARD PR OPER T Y
located and plotted hereon. (Title) _ _
SCALE: 1» = 200' High Point Township - Guilford County
Witness my hand and seal this doy of 2002
'%epefrap,,? 4. (Date) ?- Plat North High Point, North Carolina
,,?*-!,N CARO.,,?, NOTES _ P.13.28 Pa.Ei8
•...••••... !? 1. NO EXISTING GEODETIC MONUMENTS HAVE BEEN FOUND WITHIN 2000 OF THIS PROPER, AT THIS TIME. JAMESTOWN ENGINEERING GROUP
i k •.?ESS ..- • ,` 2 NO LWERGROUND UTILITIES HAVE BEEN LOCATED. GROUP, INC.
_: -1 4.x:,'9: Professional Land yor 3. DEED REFERENCE: DEED BOOK 802 PAGE 610. 117 EAST MAIN STREET
4. THIS PLAT IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL k ACCURATE TITLE SEARCH. P.O. BOX 365
5. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS-OF-WAY OF RECORD PRIOR TO THE
, L-3348 : - DATE OF THIS PLAT, WHICH WERE NOT VISIBLE AT THE TIME OF MY INSPECTION. JAMESTOWN, N.C 27282
6. THIS PLAT IS SUBJECT TO ANY UTILITIES NOT VISIBLE AT THE TIME OF MY INSPECTION.
?-. ? f" ? L-3348 7. THE SUBJECT PROPERTY IS IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY HUD/ FliA FLOOD MAP Telephone [phone]
I (v? Registration Number SEE COMMUNITY PANEL NUMBER 370113 0006 C MAP REVISED MAY 18, 1998.
•?, 5 •••«'• ?% 8. TOTAL AREA IN LOTS = 62.27Ac.t ErL ?i, 8Q .` 9. CREATION OF NEW LOTS ARE SUBJECT TO CITY OF HIGH POINT REVIEW AND APPROVAL Bue June 2602 sr 1 "=100
err, 40% 10. TOPOGRAPHY TAKEN FROM CITY OF HIGH POINT GIS JOB ? 2001124 inc.
rorerHNrii 11_ THE SOLE PURPOSE OF THIS MAP IS FOR DETERMINATION OF WETLANDS AND OTHER ,7JR1SD1CT10NAL e--I 1r---
J?
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"This certifies that this plat accurately depicts the boundary of
the jurisdiction of Section 404 of the Clean Water Act as
determined by the undersigned on this date. Unless there is a
t
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Line Bearing Distance
L 1 S 48'-02'-05" E 17.87'
L2 S 39'-34'-16" E 8.69'
L3 S 8°- 11'-44" W 2234'
L4 S 34'-27'-33" E 11.19'
L5 S 48'-34'-07" E 23.61'
L6 S 63'-36'-37" E 1837'
L7 S 34'-53'-17" E 24.03'
L8 S 46'-38'-20" E 13.43'
L9 S 3'-04'-58" E 19.60'
L10 S 39'-08'-29" E 21.43'
L 11 S 33'-32'-24" E 22.43'
L12 S 27'-06'-56" E 20.63'
L13 S 12'-05'-59" E 22.95'
L14 S 39'-15'-41 " E 22.87'
L15 S 68'-31'-53" E 7.82'
L 16 S 9'-37'-08" E 49.71'
L17 S 34'-05'-41" W 22.57'
L18 S 48'-54'-23" W 12.12'
1_19 S 36'-30'-21 W 15.24'
L20 S 14'-11'-56 W 14.88'
L21 S 30'-01'-32" W 13.94'
L22 S 80'-00'- 12- W 20.31'
L23 S 58-27'-03" W 24.40'
L24 S 34'-05'-25" W 36.70'
L25 S 50'-02'-20" W 46.23'
L26 S 41'-51'-29" W 27.34'
L27 S 50'-49'-25" W 80.36'
L28 S 61'-48'-57" W 15.65'
L29 S 38'-1T-i7" W 47.15
L30 S 80'-03'-04" W 33.26'
L31 S 35'-24'-51" W 31.77'
L32 S 40'-57'-10" W 44.32'
L33 S 29'-21' 13" E 16.48'
L34 S 42' 28'-25" E 18.16'
L35 S 56'-08'-33" E 6.92'
L36 S 13'-10'-30" E 11.03'
L37 S 13'-23'-05" W 14.59'
L38 S 81'-35'-16" W 48.03'
L39 S 58'-05'-47" W 25.58'
L40 S 69'-39'-31" W 30.55'
L41 S 59'-54'-44" W 25.61'
L42 S 61'-45'-34" W 5.48'
L43 S 60'-24'-12' W 1.84'
L44 S 16'-15'-13" E 12.26'
L45 S 15'-53'-04" E 17.49'
L46 S 23'-02'-47" E 2208'
L47 S 33'-43'-23" E 32.37'
L48 S 20'-47-51" E 25.99'
L49 S 38'-48'-12" E 27.96'
L50 N 69°-40'-54' E 19.57'
L51 S 65'-41'-42" W 9.61'
L52 S 73'-01'-50" W 29.24'
L53 S 50'-52'-13" W 28.38'
L54 S 83'-O1'-41" W 14.88'
L55 S 65'-14'-33" W 18.65'
change in the law or our published regulations, this determination Wetland Delineation Survey for:
Section 404 jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was made
ex LANDCRAFT PROPERTIES INC
I, JAMES B. STEPHENS certify that this is not a boundary utilizing the 1987 Corps of Engineers Wetlands Delineation Manual.'
100' S0' 0 100' 200' OF 9
survey, boundary information shown hereon taken from a
map prepored by me entitled SURVEY FOR LANDCRAFT
PROPERTIES, MC. dated March 25, 2002; that flogging
delineating wetlands as marked by E. C. S. LTD. was field
located and plotted hereon. / yc
Witness my hand and seal this oy of (J?? 2002.
,,?.•`, YN CARO"%,,
Z/ .
?O?: ESS1 1. % k
QQ _JV *. rofessional Lon Surveyor
SEAL
L-3348
v•:? L-3348
Registration Number
(Name)
(Title)
ELVA WARD PROPERTY
SCALE: 1 = 100' High Point Township - Guilford Count
(Date)
NOTES
1. NO EXISTING GEODETIC MONUMENTS HAVE BEEN FOUND WITHIN 2000' OF THIS PROPERTY AT THIS TIME.
2. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED.
3. DEED REFERENCE DEED BOOK 902 PAGE 610.
4. THIS PLAT IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL h ACCURATE TITLE SEARCH,
5. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS-OF-WAY OF RECORD PRIOR TO THE
DATE OF THIS PLAT. WHICH MERE NOT VISIBLE AT THE TIME OF MY INSPECTION.
6. THIS PLAT IS SUBJECT TO ANY UTILITIES NOT VISIBLE AT THE TIME OF MY INSPECTION.
7. THE SUBJECT PROPERTY IS IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY HIA/FHA FLOOD MAP
SEE COMMUNITY PANEL NUMBER 370113 0006 C MAP REVISED MAY 18, 1999.
B. TOTAL AREA IN LOTS - 62.27Ac3
9. CREATION OF NEW LOTS ARE SUBJECT TO CITY OF HIGH POINT REVIEW AND APPROVAL
10. TOPOGRAPHY TAKEN FROM CITY OF HIGH POINT GIS.
11. THE SOLE PURPOSE OF THIS MAP IS FOR DETERMINATION OF WETLANDS AND OTHER JURISDICTIONAL
WATER. THIS MAP SHALL NOT BE USED FOR RECORDATION, SALES, OR CONVEYANCE.
J
High Point, North Carolina
JAMESTOWN ENGINEERING GROUP, INC.
117 EAST MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C 27282
Telephone [phone] /ZELL oATE June 2002 s,? 1"=loo'
Inc.
,,W Na 2001124
SHEET 2 OF 3 sFtwy my T.E. auTtm BY J.B.S.
a
tSA4 M1A,P P? ,t R.'28 _ _r N/f Aleatnes,B; Jo ce Line
a 1r a PL8.Pg.?B' y i 11.72' Bearing Distance R. Li
?e •,P<' p??J ?p _ - _.. P.1163 Pg,585
L56 S 83'-07'-13" W 5?o
23-23' W
257 N 52°-40' D2" W 9.08'
-_- ?c---. - - - M - _- - f - S 57°-18' 31" W 12.61'
?? ?l g, R? a, -3a 1t _4 = '--06" E 247.0 1_59
6 Arproxirote S 60'-03'-31" W 16.60'
2214' \ PROPOSED
260 S 31° 17'-29" W
vi
dson'?+n?Line 261 S 45° `56'-52w 13.91' od HARTLY OR.
eN 3.-08'-34' ?N - ?? ?as¢Pe? - Lontkol for ae l or y nt7 Line- . L62 S 72--3-1'-07- W PARRIS
zn' '`1178 gr E PB104,Pg14b - 9.$4'
.? 1fl 5 .. r Fv a=.? id es' SIf AIA'B' --- L63 S 28'-00'-54" W ?s AVE.
. n m 1t , 3 22.65'
P 3. ; 3 Q .. ! Sant' ?Q?w o6 9y( \ L64 S 15' 23'-25" w 27.92'
_ - - ZfdT a S ?;" p ?'gS"lTo' yg= ?.lgy \ L65 S 82'-56'-D4" W
1 13.88'
L66 S 62'-51'-48" W 21.74' o
yy N N ?m t- °l"a cl. a -?- yr-or ?? O? 1 4
- tM1.
lv39 Ak l.67 N 72'-38'-34" W 17.17 O
Srf V w eA L r= rr^ - m \ \ 268 S 74--19'-03 W 27.65'
P
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AA_3 a
f \ 269 5 26'-09' S5" W `u
1}pA.4 M ?' - 25.72'
q?S aw y c aP n U' v-2 ° w c;, w ?J r L70 S 56'-50'-49" W 36.7 N
?.'9°V .31SA'36 l 1' ,
ti 2y1 > a 1
hP 3 a D m ;\ \ 7 271 S 39°-00' 43" W 15.75' 1ND N OR.
?d ar Stu K A 1REST©VER GARDENS
N t` 3 D \ r 272 S 56° 23'-57" W 21.97 z
-
0 aO U 99 r ?- r SA:.?P? 3 A PEjASE 2 ?.\ 273 S 58" 53 -37" W 35.57 Pao w°
2l •\, ° P BsQ4 Pg.1dN3 r?BE L74 S 33°-14' 23" W 33.11, v o J
ARFj+ 1441 SF ' ?rw v<?? l 1*2. o L75 S 14'-35'-46 E 22.85' <'
"ik
ay~-' t _ y `\2p? 2 \ t J C? L76 S 2' 14'-33" W 15.91 ?170? T
aw ti L? > r `SP ?'Q ?i?PU$LIC' 277 S 46' 02'-42 E 24.48 Y1C 1
.STREAI{1•,"A2" y 1' ro <? \ \ ter; ?\i L78 S 73'-25'-27" E 24.71 NOT TD SCALE
L79 S 46° 35'-04" E 27.10'
WETLI+ND- 1 STREAM "Al'
280 S 82°00'-53" E 25.41'
y € AREA 935 281 S 5°-23'-27" E 32.64'
r tya v L82 S 59' 16'-57" W 13.97'
REA IN PROPOSE ?.15P ?5 P P?\ 9 I I 283 N 79° 57' 46" W 19.77'
/ R?fNT QF WAY - r. P L84 S 53°-24' 05" W 41.45'
S1REA>rr `Al 8';`tiNIMRARTA 2.56 Ac ' c5- `sA Las s 7-s7'-ol" w 1s.o9'
AS BY '
DEAhIEp CORP$ OF--_ CBe P n n I ., 286 S $3' 54'_49" W 28.41
Q401NEERS SEE` QTE #9/ 287 N 71--45.-37- w 24.6 11;
?s ??? 288 S 66' 12'-39" W 11.30'
11© _ esti'?'`e. 1 ' 289 S 43`-32' 15' W 31.32"
290 S 57'-37'-20" W
1 f 33.03'
L91 S 38'-'7' 32" W 28. tg,
2'? Y dOE?dS` rh? 481, X47 I ti/ L92 S 60° 44'-34" W 23.12'
1,' P. 1 t L93 S 43'-09'-05" W 16.31'
- u ?c - 21^d ga 1 f yfL94
46 S 24°-5T-59" W
2 td'• ITS 8.33'
8'u VES1ER GARDENS ` I r 295 S 41' OS'-38" E 20.41'
Sr c q 4 pRA$E4< `t T 1 L96 S 3°-13' 20" E 13.44'
Q a s ` P,Rti?g ) ?,_ \ f?11
297 S 4'-56'-59- w 20.27'
6 c l `, LI'. L98 S 27°-45' 04" E 76.67
ry; ?r a. ?ia5 1 ? ' h L99 S 31'-27'-20" W 18.04'
o- AREA N10RTF{. Q 2 a t '', 1 I L 100 S 42°-27' 24" E 10.41'
`?F9 `yam" L101 S 11 -20' 27" w 6.39'
N YKOFOStdJ`1t?HT OF'-WAY L102 S 78'
pG Q 14'-02" E 6.18'
QZ A? 2 a??? 1 BLFC. R 2103 N 82°-41'-i2" E 15.72'
?% h 2 a , V /W _ L104 S• 21`-52'-53" E
SEE NOTES a \ nn n? 25.56'
_ ' ( 2 4 ZOaseme L105 S 89'-b l'-57" W 31.91'
Dbitt? F- L106 N 88'-.i2'-09" W 12.82'
T 501 ??? -ryr 2107 S 72'-49'-27" W 23.75'
L108 S 10' 74' 46" W 21.91'
CbriSrol Car L109 S 6'-49'-51" E 18.47'
L110 S 17'-40'-44" E 15.12'
L 111 S 9'-' B'-04" E 32.17'
"This certifies that this plat accurately depicts the boundary of L112 S 11=44'-17" E 19.86'
the jurisdiction of Section 404 of the Clean Water Act as 2113 S 42°-19'-27" E 1494'
determined by the undersigned on this date- Unless there is a L114 S 70'-05'-57" E 35.55'
2115 S 79'-t0'-10" E -1 1, JAMES B. STEPHENS certify that this is not a boundary
survey, boundary information shown hereon taken from a
map prepared by me entitled SURVEY FOR LANDCRAFT
PROPERTIES, INC. doted March 25, 2002; that flagging
delineating wetlands as marked by E. C. S. LTD_ was field
located and plotted hereon. //
Witness my hand and seal thisl> day of4w 2002.
Ca
:
•'???H '?o''•,
-•?O?QQOfESProfessionallland urveyor
SEAL
L-3348
74, L-3348
` ,? • Registration Number
s

A
change in the law or our published regulations, this determination .8`
of Section 404 jurisdiction may be relied upor for a period not to Wetland Delineation Survey for:
exceed five years from this date. This determination was made LANDCRAFT PROPERTIES, INC.
utilizing the 1987 Corps of Engineers Wetlands Delineation Manual." 100' 50' 0
100' 200' OF
(Name) EL VA WARD PROPERTY
(Title) SCALE: 1" = 100' High Point Township - Guilford County
(Date) Plat North High Point, North Carolina
P.B.28 Pa-88
1. NO EXISTING GEODETIC MONUMENTS HAVE BEEN FOUND WITHIN 2000' OF THIS PROPERTY AT THIS TIME.
NOTE JAMESTOWN ENGINEERING GROUP, INC.
2. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED. 117 EAST MAIN STREET
3- DEED REFERENCE DEED BOO( 802 PAGE 610-
4. THIS PLAT IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL k ACCURATE TITLE SEARCH. P.O. BOX 365
5. THIS PLAT IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS-OF-WAY OF RECORD PRIOR TO THE
DATE OF THIS PLAT, WHICH WERE NOT VISIBLE AT THE TIME OF MY INSPECTION. JAMESTOWN, N.C 27282
6. THIS PLAT IS SUBJECT TO ANY UTILITIES NOT VISIBLE AT THE TIME OF MY INSPECTION.
7. THE SUBJECT PROPERTY IS IN A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY HUD/FHA FLOOD MAP Telephone [phone]
SEE COMMUNITY PANEL NUMBER 370113 0006 C MAP REVISED MAY 18, 1998.
8. TOTAL AREA IN LOTS = 62-27Ac.t L
9. CREATION OF NEW LOTS ARE SUBJECT TO CITY OF HIGH POINT REVIEW AND APPROVAL BATE June 2002 SCALE 1"=100'
10. TOPOGRAPHY TAKEN FROM CITY OF HIGH POINT GIS. JOB No 2001124 r inc.
11. THE SOLE PURPOSE OF THIS MAP IS FOR DETERMINATION OF WETLANDS AND OTHER JURISDICTIONAL SHEET 3 0 F 3 suR?EY By T•E.
WATER. THIS MAP SHALL NOT BE USED FOR RECORDATION, SALES, OR CONVEYANCE. PLATTED BY J.B_S.
Triage Check List
Date: - 63 Project Name: ?.?
DWQ#:
County: .?
To: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson CFeZWSRO Cyndi Karoly (Central Office)
? RRO Steve Mitchell
From: , Telephone : (919) -7 3 3- I
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
ff-Stream length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
ation/avoidance issues
ff-Buffer Rules (Meuse, Tar-Pamlico, Catawb Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
CO Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments
Ca?u?

t'.L l?
10- -
JAMESTOWN ENGINEERING GROUP, INC.
C 117 EAST MAIN STREET
JAMESTOWN, NC 27282
? ina C
PROJECT: ??A Llc1 -"'D,I/I /'7?/
COMPUTED BY: ?r! o CHECKED BY:
114 FE V o vs .s(/?-F? c. Ci4LGUt?J . lO?!S a
SHEET NO. I
DATE: SA/0-5
PROJECT NO. 2091-124

LSa 1--OT-5 c: 3,0CD SF'/,tT = ?50 000,
1 % ,441o . SF

.$ SF , ? 14 G3 ?.?
,
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! ? ' i x ! i ? t # 3

t
' `r t
line. AMESTOWN ENGINEERING GROUP, INC.
C 117 EAST MAIN STREET
` JAMESTOWN, NC 27282
Phone [phone] Fax [phone] ' y
AX _?XJ- 6F UATg- Uc?, X7'1
AON
/690 /t1AIt_vi C
&X_ 27611- 1650
> WE ARE SENDING YOU Attached ? Under separate cover via
? Shop drawings ? Prints ? Plans
? Copy of letter ? Change order ?
[LIET EE ors UG3USENUR&
DATE JOB NO
S03 lzp . I
ATT?TI n
SCJ4 t,/,AL
_r7 MAA1
RE:
IV /?

the following items:
? Samples ? Specifications
COPIES DATE NO. DESCRIPTION
I v LX-L. -q-" 's

urjuur
MAY 0 6
I
THESE ARE TRANSMITTED as checked below:
? For approval
? For your use
EY)s requested
? For review and comment
? FOR BIDS DUE

REMARKS
- -. _• • "' 1 r Oct; I1UN
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
20 ? PRINTS RETURNED AFTER LOAN TO US
COPY
? Approved as submitted
? Approved as noted
? Returned for corrections
0
SIGNED: If enclosures are not as noted, kindly notify us at once.
:)WQ# 6_3n_q Triage On-Hold: Letter 10
6$) Plan Detail Incomplete
,mvse ma?
(a?tq?
Please provide a 1 !°
Staff Contact Date -51L5 0.
?roPO Pr0
o +h? S
Please show all stream impacts including all fill sloes, dissipators, and ban P k stabilization on the site plan. f lea5e- ) n d i cq 4-e_
fo 05ed 47afu?- m Pac+t> t0 5+j-ear)
d Please show all wetland impacts including fill slopes on the site plane E, G15? Sh o pro OSc
? Please indicate all buffer impacts on the site plan.
Pes'Mi} aP I; eat--?o,?,
• Please indicate proposed lot layout as overlays on the site plan. P
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Ct Please provide cross section details showing the provisions for aquatic life passage.
Ct Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
t? Please provide detail for the stormwater management practices as required by GC 3
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed impacts already been conducted.
$) Avoidance and/or Minimization Not Provided
Ct The. on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
It is necessary-for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts..
This Office believes that the UlaWad on the plans av can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the enfire buffer. If it is not possible to achieve. diffuse
flow through the entire buffer then. it may be necessary to provide stormwater management practices that remove nutrients before the stormwater .
can be discharged through the buffer.
i) Other
. The application fee was insufficient because over 1 50 feet of stream and/or over 1 acre of wetland impact was requested. Please provide $.
This additional fee must be received before your application can be reviewed:
? Please complete Section(s) on the application.
12 Please provide a signed copy of the application.
® Please provide copies of the application, coples of the site plans and other supporting information.
Mitigaflon
O of compensatory mitigation is required for this project. Please provide a compensatory- mitigation plan. The plan must conform .
to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
.
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~ ~ tom; ~ ~ ~ •r ; ~ I ~ ~ - li , 1 ~l' 1 J' T70M POND ~IItiEN$IONS iW x L 1..'t ~ Sfi ft ? 4 ft x 66 fr tt x i35 ft 4 x 0 ft 16 ft z 44 39 ft ~
~ ~ l• i 1f~{1ME PROV~F~ ~ 16 cf 442E c ~ 8?97 cf 888 cf 3408 ct c~:s;.L ~ _ - _ _ • ~ > ~ ` • ; / ' • ~ ~ ~CE AREA.PROYIDEG ;~;ti2 sf' 2D28 sr~~~ ~ x'03 sf 51 f 1568 st
- ~ ~ _ ..t ~ ~ I~ ~ . ~ ~ . .r ~ / +g~. / ~ J ~ 2 s _ / / , ' j . , l ' ~ AVERAGE AR A I ~ ; f 147 t h,n q i 136 - 4 j~ F , , , ~ f ~ E _ s 6 5 4,, bf 296 st _
` . •?~c- . ~1. . y ~ J / WEAR LEN I ~ ~ i . ~ . ~ ,i ~ , ~i}i REW~ED (010; ~ tt ~ 6 ft ~ ft 4 ft 5 Ft f . ~
~ ~ ~'i. * ~ ~ DETAtI ~ ~ /
~ r t ~ \ . ~ ~ gyp' ~ ~ ~ ~ ~ i~ } :il~ r' ~ ~ ~ r / . Q ~ ~ ~ ~y ~ +839..} f ~ , • ~ , i - ~ = . •i' :~..r_f, ,•;ii SEOIIUENz ~ ~E~.~!h~F~T ~ . , I 5LDII~IENT .,Er .~aENT SEull~~_tiT SEDf1~ENT SED MENT
~ , . ; r ~ BASIN 7 1??AE y TRAP 9 0 TRAP TRAP 13 ` ~ ~ ~ _ ~ ~ 1 '
r ~i / ~ ~ :r' . ~ ~ ~ _ 4 ~ , . 4.40 ~4e J.4~ ~ 4D 4,; r~ 40 f L__.___.. _ . ; • I ~ ' ~ biS1UR8Ei1 IIREtA r:.-_._. O AO ~ r, 4Q" - ~ -
~ \ l I A. ' •1 ~ ~ QQ tt - ' r , . , I 0' -t - ~ 0.40 0.40 0 4i) a
' ~ • . ~ • 1• ~ ~ l-Z 4.3in hr 4.~' in hr 4. ~ I,•~ iFr~ 4.3 m hr n.3 In 'hr 4 I hr 4 ~ . `~i - .j ~ • ~ • 1-10 ~ 5.8 in r ~ ;n ~~tr ~.5 'i ~rl ~ 8 m hr 5.8 in 'hr in hr 5 r
ADN 1 TA9lE s>~T t2) . ; . rr TOTAL AREA 8.$0 ac _ ..__`.~o`~..__ ~ _ U.61 ac 2.00 ac 0. 4 c ~.e:' ~
' . ~ ~ 1 ( % ~ ~ ` ~ ~ r ~ . ~ . a'SEE TAB 51+~j ?2) . . ~ 1 ~ C TUBBED AREA ,i ' ~ 7.30 ac ~ ~ UC~ i~.61 oc 1.40 oc 0.54 oc
~ - _ _5 C 5U .1 ~ ,
~ •r , ' i ~ ti i t ~ r 1 T PROIEC~t1N ~ ~ _ t . y, 0136 Ac~fl3, ~ ctn.) - • . • ' • •r . 1 'l:. 2 ~ , 15.14 cfs _ _ ` G5 cfs 3.44cfs cfs 4 8 . / t 10 CIA I_~ `4 .f+~.. 4 ~ / i j 20.4 cfs , ~ . ___cfs _ d..{._. 4.6 cfs 1, cfs
. ~ ~ , (SEE ) ~ 44 REQUIRED x B:A , ~ h ' i ~ rj, : t } •,^t ~ - n 1~.t40 cf u98 cf ~ a„~ fI . , ~ ~ ~ 9, ~ ~f _
. ~ nud \ _ ~ ~ ` ~ ~ ~ +834,4 .1 t ~ ^ ~ . i I ' f r 183;".:6 ~ I. =0.01 ~~~;35 sf ~ ~ C idUl S ACE AREA b593 sf ? ~ sf ~a~6 ;r s. i _r~~ . r. _
i' \ ~ i s. a . ~ , ~ ~ Y ~ . ' i, . DEPTH ~ 3 ft __i._,._ 3 ft ~_ft :i ft 3 f~ ' ° tt
• TOP. PONb 01M~14N~ TN ~ ~ 58 ft x~ 16 ft i ~G ft x 90 ft 22 ft x 44 ft lE ft Sfi ft > 't ~ „ • . ' ~ ~ t 56 .t I
. ' TTUM PQWD" SI{~IS )tl It L 46 ft x 104 ft 1 ~ ft x 78 ft 10 ft x 32 ft Fi ft z c4 ft ' 6 ft x 44 , / 1
ti ~ tip' ~ .4&r iENCE .i i. . \ Cf1SI0R MAtT6+10 ~T, ? ' ~ ~ ' ~ ~ RR~Y1fI 17 68 cf r=•i 56 c f 1932 ct ; 1 ~ 88 ;.f ~ a,,r; ~ I E.,~ , . , . I I , ~ . ~?iRFACE ARfiA
67 sf •i~, sf 968 sf 648 sf ; ~c ~ sf ' , . AVERAGE AR~,~' 5756 sf ~ u5? sf 64a sf ; ~yF sf ~t :r ~ ; ~
:era ~ ~ '1 ~ _ r~ 3 ' ~ ~ - ~ ~ ~ A. R1P RAP PADpA ~ r r ~ . , _ _ . _ .r - . - - . ,r . WEIR LENGTH REQUII~ Q10 20 ft ~ f, 1 , ~ ~ -
STONE C4iECK.4AN 1 .t 1.' ISEf TABiE 9NEEt t2) , ' % x mss, ~ . I ~ SI .~a', :.y,. ~ ~ TYP.) ~ ;o ~ 1 (SEE OETA0.) ~ ' (~M.)1.~ ~ s,~
r - ~ 4 ~r d ~ AM TO ~v ENGINEERIN T r~ ~~P 31 ,
• > ~ e y~!4 , ~ r , . • +M~•+`-w-Mr . ~r"'R•~tY '~r' ~i +i'1i ~ ri ti ~ s t ~ ~ r ~ ~"iif"~ / ' , , CONSULTING E?~C~~~~/f t1~ ~ ~ , a
~.z
i I 77 ti
JAMESTCwN Inc.
PHONE
~'i 1 a -

v - yam. `#'.t .
'..d x 3: tR Pao t; ' iC a a -?i3a~ $.+'Ffi Y ` ...p, r~' k bv,.~t ,r.R ti
z
„ v ,w aY4 °y .ry1#tl a rxs n,~ .s .,.Yd°J' . :P~ a44 4 ~ n .f. , ,y r ,.ry- .4. Yl?t gY + { r y Y~?~~Yk~~ ~T:w ...~i`.. L~ V l.' 1SY "V 3'tf +'Ys A!i'P.{ae~•Yw[
n y 4. f.. Y 4 S MKT-F T;r `v r Isi, . `.a 1~;F, t~ tf. r E F` 1•' < P-1 g w _ :',±F."' ~•.s < a vb.,. it.l .u' s? ~ rs#, r
' rY tr wY 2. 7 Sl »h d r r M•.. y_ .r;,}.bS3' hf i*.+ A. YR aY' Yxs4 A`• ,d` i$ +~''6 i~, p . Ji 'S° v Y
a Y°~k`.a:- ' r; qi. ¢sr~ - ;.~C ~ . • ;.r . t - 4' fr Y,.:~ '=i" ,
~y .r• 3 4 ~ iY1 sdLA~•T l•v f',.2Y^ e i ITC AT t, ~ ' Ae r , rr ~ y.3 !f E i AC. Y1 -i '"~'.'i~ Y'a, 'y;'r and.-i..:, s c~' • r~y~'~~ ~s °':4.^t e v. iJ 3 < 'p±+tc: { I 4,u '.4 ft7 :)i .{yd. b,Y 4.. ~ y? ? ",t ~ Y,w..Lh 1 d YR' 4 y.~ N yyM'
TOTAL 62 < elI r ..si > hj ~ r 1..~ ~ C yr. y}
L OF s 8.0 Ac. PI I slit e Ai P AREA TIC °
1 x TRACE. AJ28 51.7 Ac. `y +.r'`N13'+• .y..... .M~V r vz'µ~ c`' - yki? .,>ti ~b* a r.'1' $.N? t l.._ v b `,i1f"4' ` r~~ Fs.; i• 0 3 PERVE3 !k _ .,ye,y.'~r'Y n a. e ws$
CURVE TABLE- AREA w n ' - z AS b,sM ',ti Q.' .i Y:r x•' s *3~'` w m z y r s} ".t` GtI1.F`C`''n' J ` e r
Radius Chord Bearing and Distance Are,t*n9th Tangsll ~T ;Del AREA IN HAIt1LEY{RtIVE R.O.W. ° 2.6 Ac. NO SCALE ~ No. OF LOT$.m 150 _ 1!p' RIW 3 ry tX W s " 4 A,^l 1f ~~\I~'
C1 1945100' 5 74'-43'-41" E 335.09' 3 1681T3 _ ROAD,LENOYH a 5465 LF, d9 f-f P. T ti's:' yg ,r# , 3._ rsF~, -°'ti..`' a+~~ 20 ~ r-:
k • 2055.00' 8 73'-45'-35" E 284.60' 2 ' 142.74' a CU -P.DR(02-~21 2' ~iG" 13 Y~ 4 h h ' I Yi
• 2055.00' S 746-56'-04" E 368.78 389.2t E:'r185 14 17 e - EXIST CE: DB 802 PG 610 R+
, O4 1945,00' S 73'-45'-35" E 269.55 269.7 " t35 10 DEED 4 " TAX P 19y-tai ARML COMMON ARE~Ar ~ib.Bt Ac. z x STO
1 tf "~``w AREA IN N1:WLY DEDICATED RIGHT-OF-WAY BELOW '"--Y STONE BELOW C1Ni9x~ M s F : ` '
`K/\13- ate; ' ,
1> P w, s AREA It i2II,IM• = 6.13 Act , 9t)Rf - T SECTII* !1 2; TYPICAL 30 STRQ 1.25 BINDER 0-
,fi~ NoT TO SUE 8" Abe n I'll ASe
• ,g r * ~
a a r _ DW a \ \1 % s
80 P ~ •x
A RTH; 1:~PLAT NO
e'Sx~~~ehF r' A~ ~.1~ 4 h X..rtrv V - & 08, ZV P47 ' ~ 111 J^ 1 t ~~~fff ~ t 9 S.$.k A y i'3
,~YY R? A 1~, <1i4' V m't ~
I er, Jr i I ' NIT London Ridge Inc.
f' D.B. 736 Pg. #b9 ? 3J ,
rop~rtiies, Tax map BE Dlock Pbese 2 ' • N/F Hunter 's Point P Lot ver. Par LLC i ' x STS tIF
I N/P Hunter's; Point Properties. LLC I 2A N ~ysy TY REDNt310N OF PART OF D.B.912 P at h
f3 E1LIERYNt10D ATB Zoned: 18' Land Use' Veoan 1 D.H.912 Pg.802 z , aft 1~.r \ l F edt~ yas 2 ?~'.t f1 Sj p 1 $j~N ~ s r , {1' r.
} P.21,8 Pg P ' T.M. 291-1 8 Zoned RV-12 t I Ar f T i T T f I t r, < Land Use. T.M. 8& T.U. r B. Aleataeo ti~ r
- 291-1-7 Lend Use: Reslde4i41 Land Use: Residential - 1 - _ ~l I k 1 ` fT 11 f L)
6• W _L_ TIE IN TfhEX. _ r ti r. I NIGH POINT CORPORATEiI}.{BU - t s Lie line £s z .
03, r1f 1 f I t atx ~e "y ` `c +¢r~ ' 4 43" w
4a~ Ur 7,s ut4ltv9R1} AVF 707 ~4' 2 ~ <yy, ~x}~.,~ ~t'w.rd`"'"~.. "i \..-ir,n 4_ ~`+u%' ~I I'r y n•+.4'ryR • :'r.``` s I/ - `.1 3?-
74
\',t I CQfaM ~I
4 •sa CtPDRA {oIJ} v' Approximates vidso F t Y 1411 1 " ,~,i;or ounFyljos'
1,4 l3iCR Y1f06D Af' i z ' 1 („\l1j ; v~ ~xl 'I v 1 t~ / I (f I 1 I ) Qc>gp 7 t I ~f, ~7 ,
. 9ECTI0 C
+r I Olt
~Y< P.B.33 PQ.73:. - Zoned: 20' . , ~p , g .p
T.Y. 290«1 a} - s YA 1 ~ a f t ' Land Use: Reaid I ,rr, _~r r. _
O 3 Q2 a w '
8 eye //y %/r 7' 1} , ~~~V 64 i
-o 1 r / r Id,:a=++
05 I) 1yy~ 1 , , v, ~y ~•tiY1`'"c i 1 it r w 2 EMBERS
if 0 4f N/1 ~1~~ ?{7 y 55 ~~t J ~ ~ b ,at:~ v ~ ~^q%t-}- 1, ~l r<s ',~\t V~ 1..! , f .ti__. L < 4~ f ?Q COURT
r 97+ V A 'i i J i4t AREA~~ tk ' I v { I ~fjidTeVntiel
,
6 VA ; , - , I, 'f~"~' ,7`~t , ; , , rL ~\_A . A a? " ~ ,'tip., ~
rr i (tom 4 z'\\ ~~Y X14 > J;~? *x" ! ft
LI[ERTIIfWD a1 i Z• ~ S9 ~ ~ l 1~` 1 1 \I ~ r,~
SECTiOlt P.8.33Pg, It').,~ to~~ ` l l~i~~ ,.rte ~•..v4..t, ~ r<;'b ~a ~ x' _ ~ \ ,c ~ ~t'
Zoned: , - e
y \7 IA
de A Land \ y
't^~og \VA~ 1 j~ ~A, X152
t%~/ - Y / / ~,'„"J -fn'"~ 1 ~
e'~ ~~T •
m \ \ ! l!
t\\~ 69
-41 ti,t ~ v \ ~ 2". 1 ( ! ! .w+'. ~ `c 1 N , ^ r. ~ ~ ~ T ~ 4. 4`3dCN
. y,. 1~ ~~~f ~ M1 ~ a;. ~ f.., ,'`'„•R+i~'Hw .r~ \ ,~\I.. \ •.'4~' .w !0.. ` \ : ti _ ~H
1 x: k f~ , .a a ..1 p0/~
NU\ t' ' \ 8 , / / ~l 1 1 I +~t ` ~lii43 .3Z 'f/~~~(' lily O}i~~ VN / l` / 4~ t }3 ~ I fix. / / +i I I'•
, GARDEN
s > 112 A 20
EttERY1f00D IPMT .
SECTION \ Jul , 0 P"dential
P.B,33 Pg.73 L r t 4 e r °o i~ 1 I i i I F ,o~ C 35
Zoned: RS-20`~ ' , ccl ) 1 ~ ~r 1S ! I / Q T.M. 290-3-1 g !L~
Land Use: Reatd~ --~L SEA
AGE 4
PHA y ~1E , t ' ~ , 1 1 14 ~ ~ / sr ~ DE filts • a .-w T
A~NO 38
s2SF {~A X l/ / V f3 ~p `~,1 r t.~ ~ ~ ; <4 "t. ' „•,,,..r~.. it r:"" , _ ~ 5 _y ' ` { t ' 4 ~ ate' ` 1 _ A
:1 I 1 COMMON _A
7' Utility • E l { . _ ..d• ' •.r/ N S i• k ~ . ~ 4 5 . M ••X
% -ea v, 1550.92' --i "r -4.-~.~ r.~"- 'r•.'.~ _ '_..SrJ, I~"yy.•~ ; _ 1 1 { ~F^By.t. r ad N/~W,LY G _~1.f' Pwg :
' 1, ALL CONSYRI)CXION MAI_AAD THOD9 [MIS AGTION SHAL 201 PE Hedge ° _ 44 C 1I90 44 " A9 I % { 9 1 S 2r* 7" ` 1t21.9~3 a3 g
y . r ' # t r ON rn +1 A "I
-OF CONFORM VRTFI CI pFCN 01111,StANPARD ~21C S TA N/F iF IS~F DACE\Wt 50 PU13L ACkjGk T, OF-WAYS. N A ~ 5 2. " ROADS ARE, b0 ; AFE ~O 4. i PINP F!9.1 E*
3, ? / \ K1 9 ZO' PEDESTRIAN T,T-1~3 r r ti TO,IN"E ALL SiQ~ PlIP"j,~1S 11*~ 15'dAiL ROADWAII "OVERSI , 0" TYRE < _ ALL NE'M CONS7R AINACE RtOhl 6REENWAY - Lend Use: Reside id 1/tA~la>ZtTI16I
BE UTILIZE- WHERE NECES A~ANj*k OCT10N ITE3 %4&t QRO~IDE ADEQUATE OR GRADE SHALL, THE, ACCESS TD ~ BUILDING FOUNDATION. FOR RESIDENTM CONSTRUCTION, THE L /F a f1p,
` 4, ALL COMMON AREA IS TO BE OWNED AND MAINTAINED SLOPE A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET FROM THE BUILDING * OW
BY THE HOMEOWNER'S ASSOCIATION. AS REFERENCED IN NO STATE BUILDING CODE. ADEOUATE DRAINAGE SHALL W1AD5 J~ ?I yN•+'"' ~Qv O z 7-
5. ADEQUATE DRAINAGE TORIItDMG PADS SHALL BE PROVIDED ALSO BE PROVIDED FOR NEW COMMERCIAL CONSTRUCTION IN COMPLIANCE WITH M Mem Nk TO ALLOW DRAINAGE TO FLOW AWAY FROM BUILDING PADS. THE NC STATE BUILDING CODE 2 ~ Wt ~ ) E D.B. am it. 1,082 1,OT-D v p,PrR ~Z C{t c~ Zoned- CU -12 . J o
w 6. TOPOGRAPHIC INFORMATION TAKEN FROM CITY of RICH POINT GIs. PROTECTED DRAINAGE AREAS 8 00J 24 P/p 1'00' 50' 0 100' 200'
K OR fP o 5 VICINITY MAP.
I 7. THE FOLLOWING CORNER LOTS O CUIREO TO HAVE DRIVEWAYS ON 1HE INDICATED STREET DUE TO LACK OF CORNER CLEARANCE: THE FOLLOWING RESTRICTIONS SHALL APPLY TO ALL 4 -MOLE"* OR P/P LEGEND r 9 IRON PIN (FOUND) *A*" (SANffARY WKR) SCALE- 1 - 100
~iT + LOTS 73, 107, 124, 149 - INGLESIDE DRIVE PROTECTED DRAINAGE AREAS: 6 ~ e u iF_ rL N V WRMM CT P!P NOT TO SCALE "y
TATS 26, 98 - CELTIC CROSSING DRIVE 1 NO FILL, BUILDINGS OR STRUCTURES, EXCEPT FOR WATER AVSPRM" LOT 131 AVALON SPRINGS COURT DEPENDENT STRUCTURES, GREENWAYS, UTILITY SUBSTATIONS, V ~IT MANHOLE WA )DRAOi) CT P/P ; `E7OWJW1~E MONUMENT w/DM
Aµ, LOT 7 - WEST PARRIS AVENUE UTILITIES, ROADS OR OTHER RELATED PUBLIC IMPROVEMENTS 7~ y A P1P. O COMCfETE MONUMENT YARD Mf.7 I Av NA: *OW OR A
ro B. ALL STORM SEWER STEEPER THAN 10% SHALL HAVE CONCRETE SHALL BE PLACED OR CONSTRUCTED WITHIN PROTECTED YI YARD *&ETOf RLY CIAl6A~ dDX v P cl Oita INLcf 1ELOVDW, PEIIM4
BLOCKING (SEE DETAIL). DRAINAGE AREAS AS PROVIDED IN TABLE 6-16-4. 8 2. DRIVES, PARKING AREAS, OR OTHER IMPROVEMENTS SHALL V~ ~Aw'V ~tN c s~ JAMESTOTNN ENGINEERING GROUP, INC. POW P=
BE CONSTRUCTED NO CLOSER THAN TWO (2) FEET HORIZONTALLY FROM THE TOP OF ANY BACK SLOPE ALONG ANY OPEN PIP ~p P 0 B. POINT OF AECiNNINO OA •a ~N~M~s~q~V~~
old WATERCOURSE. PARKING AREAS AND ASSOCIATED DRIVES M was W RTIF 0(UTEAL OUT $ VALVE '•s CONSULTING ENGINEERS SHEET NO. MOO" cjw
MAY BE CONSTRUCTED OVER ENCLOSED SUBSURFACE DRAINS. ~FVe OUT Oul The ondereigm tion of of t wjbec to the beet of hit knowledge and 3. IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAINTAIN 11 EASTERN $1k VV" od hereby belief the loo 117 E. MAIN STREET
t ion the e cubxt property has been checked against ALL WATERCOURSES ON PRIVATE PROPERTY WHETHER -y FENCE Lye
,a ' « - nee NDD/fIA moot and intom+atlon provided by the Department of can nCeo ec CJ1AcNRFACE DRAINS OR REMAINING AS MADW& ~CN/NA, .A F w1Y P.O. BOX 365728 -P P-P-•~«P-=F-- 4! ? LfKS lam` //AnrL JAMESTQWN, N. 22
,A Housing and Urbon Development. and finds that: OPEN CHANNELS •
= 1 M TM eubJsel proputY is located in a SPECIAL FLOOD 1, subject to KROSI RO1 tip - WAt ~Ined by HUD/FIA flood map. Approved by the Technical Review Ccmmiltee for 2 years(Dev.y RAYlw /~vfA CONTROL PLAN T -7 . T Ta itFx w o , ` • ~ • fnrri me Telephone (336) 8i6-5523 ;
gRillA P. c;1 STCRM SEVER r4+urfHSNf•
d' The subject property y not located in o SPECIAL FLOOD the approval of any required street and utility plans and profiles, approval of o separate ( HAZARD AREA as detorm ried by HUDMA flood map. land-disturbing permit and/or erosion control plan, and may be extended by recording final plats in 13 {i EROS" x accordance with the provisions of section 9-6-12 of the High Point Development Ordinance. CONTROL PLAN - - CA DRAMAW WTCH
a' - nt beeJect property H located to on area which nos a~A YGf /a rril. Qy T
not been mopped as to flood areas by HUO/f IA. _ _ _ V*r~F 1 IT
Director of Planning and Development Date